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Home My WebLink AboutPlan, Building Permit PLANNER 5/16/2008 " ir ., " ~",~tb ./ 'I ,"] ~ece'1'l;'\.- .t- 1;; f~ Q~:{\(\e(' s \ 0 CITY OF SPRINGFIELD, OREGON ,~ . Development Services Department Coriimunity Services Division , Building.Safety SeCtion Residential Plan Review JOB ADDRESS 5700 Highbanks Rd. CITY JOB#: COM20p7-01734 OWNER: Leland She~ PHONE: 988-4927 CONTRACTOR: Owner PHONE: Items listed below (if any) and those marked in red directly on .the approved permit documents are incorporated into thisproject in addition to any requirements appearing on. the construction plans and the City standard document entitled "Single Family and Dup,lex Construction Most Commonly Missed Items". A corresponding number is marked on your , , . plans for any items listed below where applicable. All references are to the 2005 Oregon State Residential Specialty Code, (2003 International '.Residential Code as amended by the State of Oregon. unless noted otherwise). A copy of this code may be obtained from the Building Tech Bookstore, Inc., 8020,S.W. Cirrus Dr. Beaverton, Oregon 974008-5986 " . Your signature on the Building Permit is an agreement that all items will be installed or corrected, and. tllat all work on this project will comply with applicable codes: 'ISSUANCE OR GRANTING OF. A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONST~UED TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR' OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD. _u . _ _.____ _ '.'. ~_.. _ __..._ _.._. PLANS REVIEWED BY: ~ ,n1u>>c PHONE: 72iP - 7/-,27 If! i1.~_-_. - R~vi~w completeq on ..--- - -- ...- -- --~. -- --. -+-" J. The grade away from foundation walls shall fall a minimum of 6" within the . ---..--- -.~-first.JO:.-Drains or.otherapproved-means.shall,be provided to ensure.. h - -- ---~--~ positive drainage. Except when restricted by lot lines. , ' (R-40 1.3). , , ,. 2. Ground under building shall be sloped to a low point, and an under floor drain installed to provide positive drainage from the area under the building. (R-3 J IA). 3. See attached. handout drawing for post and beam connections and bracing 4. Provide sill plate sealer at all dwelling walls in two locations to reduce the potential for air leakage into the floor insulation and the interior of the structure, Apply two beads of sealer at each of the following locations: a. Between the top rim joist and the floor sheathing. b. Between the floor sheathing and the wall sill plate. (OSSC 5303(E)2). 5. The existing staircase does not comply with the requirements for exit stairs. Since this is the only stair providing egress from the new master bedroom, the stair must comply with code requirements. Stair details have been submitted for corrections to the riser and the tread dimensions. However, , since the existing stair appears to be only 27 inches in width, which is less than the code approved width for a required exit stairway, it must be upgraded to the present code requirement of 36 inches in width, finished dimension (see the attached City hand out drawing for stair dimensions and recommended construction methods). '(R311 S I) 6. Provide a method, acceptable to the building inspector, for supporting ends of the new ridge board arid cutrafters at the accessto the new bonus room. (R30 1.1) 7. Maintain a minimum of I" air space between the underside of the roof sheathing and the top of the insulation material for ventilation of the rafter/joist space. (R-806.3). 8. See Electrical Notes 3 & 4 on Plan Sheet 7 for smoke alarm requirements. , ' 9. A smoke alarm installed within 20 feet (direct linear path) of a cooking. appliance shall be a photo-electric type smoke alarm or the ala~m shall hiwe an approved alarm silencing means. (R3 J 3.1 J . ref Recommencl2i minimum siope-of 4: 12 for the new roof cric:ket. The roof . . ~..... slope shall not be less than 2: 12 for the proposed roof covering. ,Install two layers of felt underlayment for slopes less than 4: 12. . . (R90S.2.2) II. Wood materials that are exposed to the weather or subject to alternating u - _.--'Wetldrycon-diti6nnhali.be-ptessufetteatid-&rae-cay resistanfspecies-:- . - -- _.. -- --. Untreated wood shall be protected on all surfaces from the elements. (R319. 1.2 thru A). -_._.,~-------- ~-~------------- ~---_..._--~~--------~ 12. All building materials at or below the BFE (Base Flood Elevation) must be flood resistant Therefore, wood studs and plate material, posts, beams, sheathing and siding within the crawl space area and, on outside surfaces at the saine level, shall be pressure treated or materials that ar~ naturally .. resistant to decay, such as the heartwoods of cedar and redwood or cypress. Paint on surfaces of materials is not considered to be adequate , , flood protection. (FEMA Tech. Bulletin 2-93) ,13. Foundations, garages and other enclosures located below the Base Flood Elevation shall have flood openings located on opposite sides of the enclosure Wherever p.ossibJe-:The total opehings for each enClosure shaW' be at least one sq. in. of total flood vent area for each sJ. of the enclosure, with a minimum of one, sJ. of total opening area. The bottom of the openings shall not be higher than 12 inches above the adjacent grade. , ' Provide a minimum 360 sq.in. of total flood vent area for the crawl space. (FEMA tech. Bulletin 1-93) 14. Electrical and mechanical systems shall be protected from flood damage. Electrical equipment and components and heating, ventilating and air .conditioning and plumbing appliances, plumbing fixtures, duct systems alJd other service equipment shall be located above the "Base Flood Elevation" (BFE) for the site unless they are designed and installed to pre'(ent water from entering or accumulating within the components and to .resist hydrostatic and hydrodynamic loads and stress, including the effects of buoyancy during the occurrence, of a flood to the design flood elevation. Electrical wiring systems are permitted to be located below the design flood elevation provided they conform to the electrical part of the Oregon Residential Specialty Code for wet locations. ' (R323.15) 15. The finish floor elevation shall be a minimum of 12 inches above the designated Base Flood Elevation for the site. The enclosed Elevation Certificate must be completed by a licensed land surveyor, engineer or architect who is authorized by the State.of Oregon to certify elevation , information. The compl~ted certificate must be returned to this office prior 'to requesting occupancy approval or the building project The elevation certificate shall demonstrate a finished lower floor elevation of~t;f.tr feet above the existing soil grade at all locations (FEMA Form 81-31) J 6. Please Note that the existing septic drain.field lines must maintain a . minimum distance of 10ft. from all portions of the new building footing. ,., - . .l'lease-verify.the.required.clearance,tothe.satisfactionof-the .City_building. . inspector, before proceeding with installation of the footings. Drain lines that do not comply with the above requirement may need to be relocated or replaced through a septic permit from Lane County. Contact George . E/;1lers, Supervisor for bn'site sewage disposal at 682-3951, .for Clarification. __ __~_'_~_~h __ ___u _'- _..c.__-,-ILaDe C(LEnvironmeD!ClLHeCl'-t/J_D_epJJeg!dilem~Qt)